Tender ID

DEFPROC

To Be Opened

Works

Civil Works - Roads

REPAIR MAINTENANCE OF ROADS OF VARIOUS UNITS AT DRASS AND KARGIL UNDER GE KARGIL

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

Kargil, Ladakh

Amount: ₹58 LCloses: 29 Apr 202617 Apr 2026Closed

Timeline

Published19 Mar 2026
Submission Opens10 Apr 2026
Closed29 Apr 202617 Apr 2026
Bid Opening30 Apr 202618 Apr 2026

Corrigenda

Corrigendum

2 updatesLatest on 17 Apr 2026Submission Ends:17 Apr 202629 Apr 2026

Date changes

Download Ends17 Apr 202629 Apr 2026Submission Ends17 Apr 202629 Apr 2026Bid Opening18 Apr 202630 Apr 2026

Tender Value

₹58 L

EMD Value

₹1.1 L

Closing Date

29 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

CWE KHUMBATHANG

Address

HQ CWE KHUMBATHANG PIN-900270 C/O 56 APO

Work Description

REPAIR MAINTENANCE OF ROADS OF VARIOUS UNITS AT DRASS AND KARGIL UNDER GE KARGIL

Tender Information

Tender ID

2026_MES_756846_1

Reference Number

80051/73/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

KARGIL

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Class C, Cat a(v)

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScanned Copy of application on letter head of firm for issue of tender (.pdf)

RequiredScanned Copy of tender fee in form of demand draft or banker cheque (.pdf)

RequiredScanned Copy of MES enlistment letter for enlisted contractor (.pdf)

RequiredScanned Copy of EPF Registration letter (.pdf)

RequiredScanned Copy of GST Registration letter (.pdf)

RequiredScanned Copy of all documents mentioned in NIT unenlisted contractor (.pdf)

RequiredScanned Copy of work load in hand with self undertaking certificate by contractor (.pdf)

Finance

RequiredBOQ (.xls)

RequiredTender Documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

GE KARGIL

EMD Fee Amount

₹1.1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Mar 2026

Published

19 Mar 2026

Bid Opening

30 Apr 2026

Download Starts

19 Mar 2026

Download Ends

29 Apr 2026

Submission Starts

10 Apr 2026

Clarification Period

19 Mar 2026 - 8 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
-	Demolition of cement concrete of any description and in any position not otherwise including specifically provided to unreinforced complete all as specified and as directed by Engineer-in-Charge.	-	10 Sqm	-	-
-	Material and labour for 100 mm thick cement concrete type D-2, 1:4:8 complete all as specified and as directed by Engineer-in-Charge.	-	10 Sqm	-	-
-	Material and labour for 25 mm thick sand layer for bottom of interlocking tiles and filled joints at top complete all as specified and as directed by Engineer-in-Charge.	-	Cum	-	-
-	Material and labour for machine pressed rubber moulded precast concrete inter locking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness with M40 grade of concrete, with grey cement and pigment complete all as specified and as directed by Engineer-in-Charge.	-	10 Sqm	-	-
-	Material and labour for providing cement concrete cast-in-situ type B0, 1:2:4 with 20mm graded stone aggregate in kerbs stone, off mud stops, rounded or chamfered on edges complete all as specified and as directed by Engineer-in-Charge.	-	10 Sqm	-	-
-	Material and labour for premix bituminous, macadam laid / rolled and compacted to required gradient and camber ( consolidated thickness 75mm or less ) complete all as specified and as directed by Engineer-in-Charge.	-	10 Sqm	-	-
-	Material and labour for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat using hot paving bitumen at the rate of 5Kg/10Sqm and bituminous premix asphaltic semi dense concrete (design mix) 30mm thick (consolidated thickness) with 5.5% binder content by weight of total mix using paving bitumen of any penetration laid / spread uniformly by means of mechanical paver over existing premixed black top surface and rolled with 8 to 12 tonne power roller to required gradient and camber complete all as specified and as directed by Engineer-in-Charge.	-	Sqm	-	-
-	Material and labour for cleaning and preparation of the road surface for road marking paint with reflective thermoplastic white / yellow road marking paint confirming to BIS 3262, laid down through road marking machine use of 1.5mm thick incorporating the white glass beads for reflectivity complete all as specified and as directed by Engineer-in-Charge.	-	Each	-	-
-	Supply and fix solar delineator light with a dimension of 70mm x 70mm x 100mm, direction 360 degree, round light procted with MS mesh, fitted on 45/50 mm dia mild steel pipe of 1100mm height, powder coated including post hole embedding in PCC 1:2:4 (300mm x 300mm x 450mm) type B1 complete all as specified and as directed by Engineer-in-Charge.	-	Each	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.34 MB

Work Item Documents

TENDER73.pdf

Tender Documents • 0.44 MB

PS73.pdf

Additional Documents • 0.54 MB

SC73.pdf

Additional Documents • 0.51 MB

BOQ_847781.xls

BOQ • 0.26 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Demolition of cement concrete of any description and in any position not otherwise including specifically provided to unreinforced complete all as specified and as directed by Engineer-in-Charge.

10 Sqm

Material and labour for 100 mm thick cement concrete type D-2, 1:4:8 complete all as specified and as directed by Engineer-in-Charge.

10 Sqm

Material and labour for 25 mm thick sand layer for bottom of interlocking tiles and filled joints at top complete all as specified and as directed by Engineer-in-Charge.

Cum

Material and labour for machine pressed rubber moulded precast concrete inter locking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness with M40 grade of concrete, with grey cement and pigment complete all as specified and as directed by Engineer-in-Charge.

10 Sqm

Material and labour for providing cement concrete cast-in-situ type B0, 1:2:4 with 20mm graded stone aggregate in kerbs stone, off mud stops, rounded or chamfered on edges complete all as specified and as directed by Engineer-in-Charge.

10 Sqm

Material and labour for premix bituminous, macadam laid / rolled and compacted to required gradient and camber ( consolidated thickness 75mm or less ) complete all as specified and as directed by Engineer-in-Charge.

10 Sqm

Material and labour for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat using hot paving bitumen at the rate of 5Kg/10Sqm and bituminous premix asphaltic semi dense concrete (design mix) 30mm thick (consolidated thickness) with 5.5% binder content by weight of total mix using paving bitumen of any penetration laid / spread uniformly by means of mechanical paver over existing premixed black top surface and rolled with 8 to 12 tonne power roller to required gradient and camber complete all as specified and as directed by Engineer-in-Charge.

Sqm

Material and labour for cleaning and preparation of the road surface for road marking paint with reflective thermoplastic white / yellow road marking paint confirming to BIS 3262, laid down through road marking machine use of 1.5mm thick incorporating the white glass beads for reflectivity complete all as specified and as directed by Engineer-in-Charge.

Each

Supply and fix solar delineator light with a dimension of 70mm x 70mm x 100mm, direction 360 degree, round light procted with MS mesh, fitted on 45/50 mm dia mild steel pipe of 1100mm height, powder coated including post hole embedding in PCC 1:2:4 (300mm x 300mm x 450mm) type B1 complete all as specified and as directed by Engineer-in-Charge.

Each